Comparative study of different types of Pier Caps and Piers (Soft copy is also available) (Record no. 56784)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01978nam a2200181Ia 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 191024s9999||||xx |||||||||||||| ||und|| |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | SD TH-0243 |
| Item number | CHA |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Chandaria, Nayan (PT400217) |
| 245 #0 - TITLE STATEMENT | |
| Title | Comparative study of different types of Pier Caps and Piers (Soft copy is also available) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Date of publication, distribution, etc | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | ii,4,xv,283p.,8sheets |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>Declaration i<br/>Approval Certificate iii<br/>Acknowledgement v<br/>Abstract vii<br/>Table of Contents ix<br/>List of Table xi<br/>List of Figures xi<br/>Abbreviations xiii<br/>CHAPTER 1 Introduction 1<br/>1.1 General 1<br/>1.2 Super-Structure 1<br/>1.3 Sub-Structure 1<br/>1.4 Project Details 3<br/>1.5 Objectives 5<br/>1.6 Scope of Work 5<br/>CHAPTER 2 Literature Review 7<br/>CHAPTER 3 Detailed Methodology 9<br/>3.1 Pier Cap 9<br/>3.1.1 Moment in Pier Cap 10<br/>3.1.2 Shear in Pier Cap 10<br/>3.1.3 Torsion in Shear Cap 11<br/>3.1.4 Live Load on Pier Cap 12<br/>3.1.5 Effective Length 12<br/>3.2 Pier 13<br/>3.2.1 Dead Load 13<br/>3.2.2 Super Imposed Dead Load 14<br/>3.2.3 Wearing Coat 14<br/>3.2.4 Live Load 14<br/>3.2.5 Seismic Load 16<br/>3.2.6 Wind Load 18<br/>3.2.7 Water Current 20<br/>3.2.8 Buoyancy force 22<br/>3.2.9 Bearing Friction 22<br/>3.2.10 Loads at the time of Construction 22<br/>3.2.11 Load Combinations 23<br/>3.3 Design Methodology 25<br/>3.3.1 Limit state design 25<br/>3.3.1.1 Limit state of Flexure 26<br/>3.3.1.2 Limit state of Induced Deformation 26<br/>3.3.1.3 Limit State of Bending and Axial Force 28<br/>3.3.1.4 Limit State of Shear 30<br/>3.3.1.5 Limit State of Torsion 30<br/>3.3.1.6 Limit State of Serviceability 32<br/>3.3.2 Design of Corbel 33<br/>CHAPTER 4 Results and Observations 35<br/>4.1 Forces acting on the Piers 35<br/>4.2 Forces acting on the Pier Cap 37<br/>4.3 Quantity comparison 39<br/>CHAPTER 5 Conclusion 41<br/>References 43<br/>Annexures<br/>(Excels of Different Piers and Pier Caps)<br/>Drawings<br/>(General Arrangement Drawings of Pier and Pier Cap)<br/>(Detailing of different Piers and Pier Caps)<br/> |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Patel, Devang (Guide) |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | 2017 Batch |
| 891 ## - Topic | |
| Topic | FT-PG |
| 891 ## - Topic | |
| Topic | Structural Design |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Full call number | Barcode | Date last seen | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 24/10/2019 | Faculty of Technology | SD TH-0243 CHA | 021582 | 24/10/2019 | 24/10/2019 | Thesis |